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Tomasetti <br />11 4- 4 <br />1,1 # , <br />11 <br />11 1 <br />11 <br />1 ,··f <br />11 1 , <br />11, 4'3 Defint t:ke'13·55 .32 111 <br />Matedals Click to 1'1- <br />:392&5:Add New Material- 1 <br />-- <br />A.Els€:Add Copy d Maternal... 1 i '; 1,141*23= <br />42ECCPmMod#/Show Mate,ial . 1 <br />42//'.PSI : <br />C·SEPs,LA <br />11 <br />¥A.#194·11[ili <br />4-g. i il 'I; 4h E.taterial Prepert C at 3 <br />. <br />uer.eral Data <br />Matena Name .-/.r 1I <br />:-/3 <br />i.1. .1 .-1; lilliNat ena Type Coronte <br /> r h ['-late"21 Prop€!t. Des':12 232Directional S.mmetD Type Isotrop€ V <br />1Matena D,splay Color Change.Matenal Name and T)pe <br />Matena Notes Mod#y/Show Notes...Matenal Name 22:IPS <br />Matenal Type Concrete. IsotropicMate.al Weight and Mass <br />Design Properties for Concre:e Matenals9 opeumy .,egm L.,er]519 Spect Mass D·ensty <br />'We:ght per Unit voure ...Spected Concrete Compressive Strength, fb 3365 <br />Mass per Unt Volume £662 i 20tweight Concretete -sift. <br />Shear St,rgth Reduction Fae:or1- Mechanical Property Data <br />Moddus of Basticty E <br />Poisson s Ratio. U <br />Coefficient of Thermal Expansion. A <br />Shear Modulus. G <br />OK <br />Cancel <br />b/0,2 <br />. Ill-.IC 1.· F <br />15:K51.58 lb. in' <br />It>:un2 <br />A <br />81 <br />Design Propert,· Data <br />Mod,4. Show Material Property Design Data. <br />:A <br />.Advanced Matenat Property Data <br />i Noninear Material Data.. 1 2 Matena! Dampr,g Propeftes. <br />Tme Dependert Properbes. <br />1 Cancel <br />1 <br />1 -1 <br />1 OK <br />1 OK i Cani <br />i 5% <br />SSS N '·.lah Santa Ana Tioritce Temasetti 0-c.ect =SISCCS.Cl <br />test •samole date b inci it streigti osi <br />6C297 5/3/2018 3 6 392C <br />6C29S 5/5/20 3 5 3S3C <br />6C299 3/3/2013 3 5 388C <br />603CC 5/3/2213 3 6 336C <br />6C3C1 5/8/2£13 3 6 376C <br />62SES 7/11/2013 3 6 335C <br />ALL CONCRETE STRUCTURAL MEMBERS IN THE MODEL ARE <br />DEFINED WITH THE MATERIAL PROPERTY "4000psi" <br />62S6B 7/11/2018 3 4 329C <br />AS THE COLUMNS ARE THE MAIN ELEMENTS OF INTEREST AND62S.C 7711:70:2 3 6 3330 <br />THEY ARE FORCE-CONTROLLED ELEMENTS AS DEFINED IN62S717/11/2013 3 4 34SC <br />6ZS72 7/11/2013 3 4 379C ASCE41-13 (TABLE (7-1), A LOWER BOUND (Qcl) ESTIMATE OF THE62973 ,4 -1.' I.£,10 4 392:STRENGTH SHALL BE USED. PER 7.5.1.3, THIS SHALL BE THE MEAN <br />7.1. -li 1/3ETABS MODEL 62974 7/11/2018 3 6 35$2 <br />MINUS ONE STANDARD DEVIATION OF THE YIELD STRENGTHS.62975 7/11/2018 3 5 33SC <br />TEST DATA OF CONCRETE CORES EXTRACTED FROM SITEMATERIAL DEFINITION clean =I . t. • I ' I A36(6.923 mean/C.S.. -4-/40.+DO <br />s:d dev = 222.2137 YIELDED THE FOLLOWING VALUES. 3365psi IS THEREFORE USED IN <br />- THE MODEL AS Qcl.-CONCRETE <br />mean - std dev =3364.7C9 4-